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Volumn 24, Issue 1, 2003, Pages 87-90

Theoretical, experimental and numerical studies on deformation and failure of brittle rock in uniaxial compression

Author keywords

Brittle rock; Complete stress strain curve; Experimental tests; Numerical simulation; Theoretical constitutive model; Uniaxial compression

Indexed keywords

COMPRESSION TESTING; DEFORMATION; FAILURE (MECHANICAL);

EID: 0037528983     PISSN: 10053026     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (20)

References (12)
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    • Krajcinovic, D.1    Silva, M.A.G.2
  • 4
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    • A statistical distribution function of wide applicability
    • Weibull W. A statistical distribution function of wide applicability [J]. Journal of Applied Mechanics, 1951, 73(9): 293-297.
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    • Weibull, W.1
  • 7
    • 0006739377 scopus 로고
    • 2nd ed., London: Chapman and Hall
    • Brady B H G, Brown E T. Rock mechanics [M]. 2nd ed. London: Chapman and Hall, 1993.101-106.
    • (1993) Rock Mechanics , pp. 101-106
    • Brady, B.H.G.1    Brown, E.T.2
  • 8
    • 0031079848 scopus 로고    scopus 로고
    • Numerical simulation of progressive rock failure and associated seismicity
    • Tang C A. Numerical simulation of progressive rock failure and associated seismicity [J]. Int J Rock Mech Min Set, 1997, 34(2): 249-261.
    • (1997) Int. J. Rock Mech. Min. Set. , vol.34 , Issue.2 , pp. 249-261
    • Tang, C.A.1
  • 9
    • 0032473792 scopus 로고    scopus 로고
    • A new approach to numerical method of modeling geological processes and rock engineering problems-Continuum to discontinuum and linearity to nonlinearity
    • Tang C A. A new approach to numerical method of modeling geological processes and rock engineering problems - continuum to discontinuum and linearity to nonlinearity[J]. Engineering Geology, 1998, 49(4): 207-214.
    • (1998) Engineering Geology , vol.49 , Issue.4 , pp. 207-214
    • Tang, C.A.1
  • 10
    • 0034353206 scopus 로고    scopus 로고
    • Numerical studies of the influence of microstructure on rock failure in uniaxial compression - Part II: Constraint, slenderness and size effect
    • Tang C A, Tham L G, PKK Leet et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression - Part II: Constraint, slenderness and size effect[J]. Int J Rock Mech Min Sci, 2000, 37(4): 571-583.
    • (2000) Int. J. Rock Mech. Min. Sci. , vol.37 , Issue.4 , pp. 571-583
    • Tang, C.A.1    Tham, L.G.2    Pkk, L.3
  • 11
    • 0032647293 scopus 로고    scopus 로고
    • Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression
    • Fairhurst C E, Hudson J A. Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression[J], Int J Rock Mech Min Sci, 1999, 36(3): 279-289.
    • (1999) Int. J. Rock Mech. Min. Sci. , vol.36 , Issue.3 , pp. 279-289
    • Fairhurst, C.E.1    Hudson, J.A.2
  • 12
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    • Mechanics of rock deformation
    • New York: American Society of Mechanical Engineers Detroit Michigan
    • Walsh J B, Brace W F. Mechanics of rock deformation[A]. In: Sikamkie, David L. Rock mechanics symposium[C]. New York: American Society of Mechanical Engineers Detroit Michigan, 1973. 1-24.
    • (1973) Rock Mechanics Symposium , pp. 1-24
    • Walsh, J.B.1    Brace, W.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.